BIS - LIMS (Laboratory Information Management System)

National Council for Cement and Building Materials

NCB Bhavan, Old Bombay Road, Near Raidarga Police Station, Gachibowli, Hyderabad - 500104., Hyderabad, Ranga Reddy, Telangana, 500104

9650466288 ncbhcrt@rediffmail.com

Scope List

Reset

15 Results

S.No.

Indian Standard No.

Product

Grade / Type / Size / Designation etc.

Exclusion

Testing Charges (Excl. Of Taxes)

Facility Type

Effective Date

Validity Date

Remark

IS 16415 (2015)

Composite cement - Specification

34440 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6(Chemical Requirements)	-	15530	No remarks
7(Physical Requirement)	-	18910	No remarks
6 -Table - 2 i(Insoluble residue - Cl 4.10 of IS 4032:1985)	-	2340	no
6 -Table - 2 ii(Magnesia - Cl 4.8 of IS 4032:1985)	-	3040	no
6 -Table - 2 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985)	-	2340	no
6 -Table - 2 iv(Sulphide sulphur (S) - Cl 6.12 of IS 4032:1985)	-	2340	no
6 -Table - 2 v(Loss on ignition - Cl 4.2 of IS 4032:1985)	-	1180	no
6 -Table - 2 vi(Chloride content - Cl 4.13 of IS 4032:1985)	-	2340	no
7 and Table 3 i(Fineness IS 4031(Part 2))	-	1950	no
7 and Table 3 ii a(Soundness, Le-Chate1ier expansion IS 4031(Part 3) )	-	1950	no
7 and Table 3 ii b(Soundness, Autoclave expansion IS 4031(Part 3) )	-	3510	no
7 and Table 3 iii a(Setting Time ( by Vicat Apparatus), Initial IS 4031(Part 5))	-	875	no
7 and Table 3 iii b(Setting Time ( by Vicat Apparatus ), Final IS 4031(Part 5))	-	875	no
7 and Table 3 iv a(Compretsive Strenqth .72 ± 1 hr IS 4031(Part 6))	-	2000	no
7 and Table 3 iv b(Compretsive Strenqth 168 ± 2 hr IS 4031(Part 6))	-	2270	no
7 and Table 3 iv c(Compretsive Strenqth 672 ± 4 hr IS 4031(Part 6))	-	2660	no
7 and Table 3 v(Drying shrinkage IS 4031(Part 10))	-	2820	no
7 and Table 3 vi(Transverse strength (optional) IS 4031(Part 8) )	-	14240	For 3, 7 & 28 days

Complete

14 Aug, 2024

Included w.e.f. 28.05.2019

IS 456 (2000)

Plain and reinforced concrete - Code of practice (Fourth Revision)

9690 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 5.4 .2(pH)	-	1750	--
Cl 5.4 (a)(Acidity)	-	605	--
Cl 5.4 (b)(Alkalinity)	-	605	--
Cl 5.4 Table 1 (i)(Organic Solids)	-	880	--
Cl 5.4 Table 1 (ii)(Inorganic Solids)	-	880	--
Cl 5.4 Table 1 (iii)(Sulphate)	-	1750	--
Cl 5.4 Table 1 (iv)(Chloride)	-	2340	--
Cl 5.4 Table 1 (v)(Suspended Matter)	-	880	--

Complete

14 Aug, 2024

Included w.e.f. 28.05.2019

IS 3812 : Part 2 (2013)

Pulverized Fuel Ash - Part 2 : For Use as Admixture in Cement Mortar and Concrete

31190 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.1, 6.1, Table 1(Silicon dioxide (SiO2 ) plus aluminium oxide (Al2O3 ) plus iron oxide (Fe2O3 ))	-	7525	No remarks
5.1, 6.1, Table 1(Silicon dioxide (SiO2 ))	-	2145	No remarks
5.1, 6.1, Table 1(Magnesium oxide (MgO)	-	3040	No remarks
5.1, 6.1, Table 1(Total sulphur as sulphur trioxide (SO3)	-	2340	No remarks
5.1, 6.1, Table 1(Available alkalies as equivalent sodium oxide (Na2O))	-	3990	No remarks
5.1, 6.1, Table 1(Total chlorides)	-	2340	No remarks
5.1, 6.1, Table 1(Loss on ignition)	-	1180	No remarks
6.2(moisture content)	-	2440	No remarks
7.1, Table 1(Fineness — Specific surface in m2 /kg)	-	1950	No remarks
7.1, Table 1(Particles retained on 45 micron IS sieve (wet sieving))	-	2820	No remarks
7.1, Table 1(Soundnes)	-	3510	No remarks

Complete

14 Aug, 2024

IS 12089 (1987)

Specification for granulated slag for the manufacture portland slag cement

29850 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(Physical State)	-	2340	No remarks
3.4.1(glass content )	-	7500	no
3.2(composition of granulated slag, Manganese Oxide)	-	1950	no
3.2(composition of granulated slag, Magnesium Oxide)	-	3040	no
3.2(composition of granulated slag, Sulphide Sulphur)	-	2340	no
3.3(percentages of major oxides)	-	11045	no
3.4(insoluble residue of dried samples)	-	2340	no

Complete

14 Aug, 2024

IS 8042 (2015)

White portland cement - Specification (Third Revision)

40010 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985)	-	10345	These testing charges are for determination of CaO, SO3, SiO2, Fe2O3 & Al2O3 to calculate the above mentioned ratio.
5 - Table - 1 ii(Iron oxide - Cl 4.5 of IS 4032:1985)	-	2340	No Remarks
5 - Table - 1 iii(Insoluble residue - Cl 4.10 of IS 4032:1985)	-	2340	No Remarks
5 - Table - 1 iv(Magnesia - Cl 4.8 of IS 4032:1985)	-	3040	No Remarks
5 - Table - 1 v(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985)	-	2340	No Remarks
5 - Table - 1 vi(Loss on ignition - Cl 4.2 of IS 4032:1985)	-	1180	No Remarks
5 - Table - 1 vii(Chloride content - Cl 4.13 of IS 4032:1985)	-	2340	No Remarks
6 -Table 2- i(Fineness 4031 Part 2)	-	1950	No Remarks
6 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3)	-	1950	No Remarks
6 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3)	-	3510	No Remarks
6 -Table 2- iii- a(Setting Time Initial- 4031 Part 5)	-	875	No Remarks
6 -Table 2-iii- b(Setting Time Final- 4031 Part 5)	-	875	No Remarks
6 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	2000	No Remarks
6 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	2270	No Remarks
6 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	2660	No Remarks
6 -Table 2- v(Transverse Strength - IS 4031 Part 8 (Optional))	-	14240	For 3, 7 & 28 days
6 -Table 2- vi(Degree of whiteness-Annex B)	-	2340	No Remarks

Complete

14 Aug, 2024

IS 12330 (1988)

Specificatioon for sulphate resisting Portland cement

39620 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.1 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985)	-	10345	--
4.1 - Table - 1 ii(Insoluble residue - Cl 4.10 of IS 4032:1985)	-	2340	No remarks
4.1 - Table - 1 iii(Magnesia - Cl 4.8 of IS 4032:1985)	-	3040	No remarks
4.1 - Table - 1 iv(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985)	-	2340	No remarks
4.1 - Table - 1 v(Tricalcium aluminate (C3A) - Cl 4 of IS 4032:1985)	-	5380	No remarks
4.1 - Table - 1 vi(Tetracalcium alumino ferrite phase plus twice the tricalcium aluminate ( C4AF + 2C3A ) - Cl 4 of IS 4032:1985)	-	5380	No remarks
4.1 - Table - 1 vii(Total loss on ignition - Cl 4.2 of IS 4032:1985)	-	1180	No remarks
5.1(Fineness 4031 Part 2)	-	1950	No remarks
5.2.1(Expansion by Le Chatelier- 4031 Part 3)	-	1950	No remarks
5.2.1(Expansion by Autoclave- 4031 Part 3)	-	3510	No remarks
5.3 a)(Setting Time Initial- 4031 Part 5)	-	875	No remarks
5.3 b)(Setting Time Final- 4031 Part 5)	-	875	No remarks
5.5 i)(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	2000	No remarks
5.5 ii)(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	2660	No remarks
5.5 iii)(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	2820	No remarks
5.6(Transverse Strength - IS 4031 Part 8 (Optional))	-	14240	For 3, 7 & 28 days Strength

Complete

14 Aug, 2024

IS 8041 (1990)

Rapid hardening portland cement - Specific4tion (Second Revision)

36460 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.1 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985)	-	10345	These testing charges are for determination of CaO, SO3, SiO2, Fe2O3 & Al2O3 to calculate the above mentioned ratio.
5.1 - Table - 1 ii(Ratio of percentage of alumina to that of iron oxide - Cl 4 of IS 4032:1985)	-	5380	These testing charges are for determination of Fe2O3 & Al2O3 to calculate the above mentioned ratio.
5.1 - Table - 1 iii(Insoluble residue - Cl 4.10 of IS 4032:1985)	-	2340	No remarks
5.1 - Table - 1 iv(Magnesia - Cl 4.8 of IS 4032:1985)	-	3040	No remarks
5.1 - Table - 1 v(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985)	-	2340	No remarks
5.1 - Table - 1 vi(Total loss on ignition - Cl 4.2 of IS 4032:1985)	-	1180	No remarks
6.1(Fineness 4031 Part 2)	-	1950	No remarks
6.2.1(Expansion by Le Chatelier- 4031 Part 3)	-	1950	No remarks
6.2.1(Expansion by Autoclave- 4031 Part 3)	-	3510	No remarks
6.3 a)(Setting Time Initial- 4031 Part 5)	-	875	No remarks
6.3 b)(Setting Time Final- 4031 Part 5)	-	875	No remarks
6.4 a)(Compressive Strength At 24 hrs ± 30 minutes - IS 4031 Part 6)	-	2000	No remarks
6.4 b)(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	2270	No remarks
6.5(Transverse Strength - IS 4031 Part 8 (Optional))	-	8740	For 1day & 3 days

Complete

14 Aug, 2024

IS 3812 (Part 1) (2013)

Pulverized fuel ash - Specification: Part 1 For use as pozzolana in cement, cement mortar and concrete

31190 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl. 6.1, Table 1 - i(Silicon dioxide (SiO2) plus aluminium oxide (Al2O3) plus ironoxide (Fe2O3) - IS 1727)	-	7525	No Remarks
Cl. 6.1, Table 1 - ii(Silicon dioxide (SiO2) - IS 1727)	-	2145	No Remarks
Cl. 6.1, Table 1 - iii(Reactive Silica - Annex B)	-	3810	No Remarks
Cl. 6.1, Table 1 - iv(Magnesium oxide (MgO) - IS 1727)	-	3040	No Remarks
Cl. 6.1, Table 1 - v( Total sulphur as sulphur trioxide (SO3) - IS 1727)	-	2340	No Remarks
Cl. 6.1, Table 1 - vi( Available alkalis as equivalent sodium oxide (Na2O) - Annex C)	-	3990	No Remarks
Cl. 6.1, Table 1 - vii( Total Chlorides - IS 4032)	-	2340	No Remarks
Cl. 6.1, Table 1 - viii( Loss on ignition - IS 1727)	-	1180	No Remarks
Cl. 6.2(Moisture content of the fly ash when supplied in dry condition - Annex D)	-	2440	No Remarks
7.1-Table 2(i)(PHYSICAL REQUIREMENTS-Fineness)	-	1950	No Remarks
7.1-Table 2(ii)(PHYSICAL REQUIREMENTS-Particles retained on 45 micron IS sieve)	-	2820	No Remarks
7.1-Table 2(iii)(PHYSICAL REQUIREMENTS-Average compressive strength)	-	3510	No Remarks
7.1-Table 2(iv)(PHYSICAL REQUIREMENTS-Compressive strength at 28 days)	-	3810	No Remarks
7.1-Table 2(v)(PHYSICAL REQUIREMENTS-Soundness by autoclave test )	-	3510	No Remarks

Complete

14 Aug, 2024

IS 1489 : Part 2 (2015)

Portland - Pozzolana cement - Specification: Part 2 calcined clay based

32100 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985)	-	2340	No Remarks
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985)	-	3040	No Remarks
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985)	-	2340	No Remarks
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985)	-	1180	No Remarks
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985)	-	2340	No Remarks
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	1950	No Remarks
7 -Table 2- i(Fineness 4031 Part 2)	-	1950	No Remarks
7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3)	-	1950	No Remarks
7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3)	-	3510	No Remarks
7 -Table 2- iii- a(Setting Time Initial- 4031 Part 5)	-	875	No Remarks
7 -Table 2-iii- b(Setting Time Final- 4031 Part 5)	-	875	No Remarks
7 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	2000	No Remarks
7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	2270	No Remarks
7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	2660	No Remarks
7 -Table 2- v(Transverse Strength - IS 4031 Part 8 (Optional))	-	14240	For 3, 7 & 28 days strength
7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10)	-	2820	No Remarks

Complete

14 Aug, 2024

IS 1489 (Part 1) (2015)

Portland pozzolana cement - Specification: Part 1 fly Ash Based

32100 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985)	-	2340	No Remarks
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985)	-	3040	No Remarks
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985)	-	2340	No Remarks
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985)	-	1180	No Remarks
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985)	-	2340	No Remarks
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	1950	No Remarks
7 -Table 2- i(Fineness 4031 Part 2)	-	1950	No Remarks
7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3)	-	1950	No Remarks
7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3)	-	3510	No Remarks
7 -Table 2- iii- a(Setting Time Initial- 4031 Part 5)	-	875	No Remarks
7 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	2000	No Remarks
7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	2270	No Remarks
7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	2660	No Remarks
7 -Table 2- v(Transverse Strength - IS 4031 Part 8 (Optional))	-	14240	For 3, 7 & 28 days
7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10)	-	2820	No Remarks
7 -Table 2-iii- b(Setting Time Final- 4031 Part 5)	-	875	No Remarks

Complete

14 Aug, 2024

IS 455 (2015)

Portland slag cement - Specification

31620 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6 - Table - 1 i(Insoluble residue - Cl 6.9 of IS 4032:1985)	-	2340	No Remarks
6 - Table - 1 ii(Magnesia - Cl 6.8 of IS 4032:1985)	-	3040	No Remarks
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 6.11 of IS 4032:1985)	-	2340	No Remarks
6 - Table - 1 iv(Sulphide sulphur (S) - Cl 6.12 of IS 4032:1985)	-	2340	No Remarks
6 - Table - 1 v(Loss on ignition - Cl 6.2 of IS 4032:1985)	-	1180	No Remarks
6 - Table - 1 vi(Chloride content - Cl 4.13 of IS 4032:1985)	-	2340	No Remarks
6 - Table - 1 vii( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	1950	No Remarks
7 Table 1 i(Fineness IS 4031(Part 2))	-	1950	No Remarks
7 Table 1 ii a(Soundness, Le-Chate1ier expansion IS 4031(Part 3) )	-	1950	No Remarks
7 Table 1 ii b(Soundness, Autoclave expansion IS 4031(Part 3) )	-	3510	No Remarks
7 Table 1 iii a(Setting Time ( by Vicat Apparatus ),Initial IS 4031(Part 5))	-	875	No Remarks
7 Table 1 iii b(Setting Time ( by Vicat Apparatus ), Final IS 4031(Part 5))	-	875	No Remarks
7 Table 1 iv a(Compretsive Strenqth .72 ± 1 hr IS 4031(Part 6))	-	2000	No Remarks
7 Table 1 iv b(Compretsive Strenqth 168 ± 2 hr IS 4031(Part 6))	-	2270	No Remarks
7 Table 1 iv c(Compretsive Strenqth 672 ± 4 hr IS 4031(Part 6))	-	2660	No Remarks
7 Table 1 v(Transverse strength (optional) IS 4031(Part 8) )	-	14240	For 3, 7 & 28 days

Complete

14 Aug, 2024

IS 16353 (2015)

Portland Cement Clinker - Specification

44780 View breakup
Rs 30410 /-, Cement preparation charges: Procured Gypsum – Rs 10560 /- Customers Gypsum – Rs 10320 /-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause 5 Table 1(Ratio of percentage of lime to percentages of silica, alumina and iron oxide)	-	10345	These testing charges are for determination of CaO, SO3, SiO2, Fe2O3 & Al2O3 to calculate the above mentioned ratio.
Clause 5 Table 1(Ratio of percentage of alumina to that of iron oxide,)	-	5380	These testing charges are for determination of Fe2O3 & Al2O3 to calculate the above mentioned ratio.
Clause 5 Table 1(C3S, percent by mass)	-	10345	-
Clause 5 Table 1(C3A, percent by mass)	-	5380	-
Clause 5 Table 1(C3S+C2S, percent by mass)	-	12490	-
Clause 5 Table 1(Total sulphur content calculated as sulphuric anhydride (SO3))	-	2340	No Remarks
Clause 5 Table 1(Free lime)	-	2820	No Remarks
Clause 5 Table 1(Chloride content)	-	2340	No Remarks
Clause 5 Table 1(Magnesia)	-	3040	No Remarks
Clause 5 Table 1(Alkali content)	-	1950	No Remarks
Clause 5 Table 1(Total loss on ignition)	-	1180	No Remarks
Clause 5 Table 1(Insoluble residue)	-	2340	No Remarks
6.1 IS 4031(Part 2)(Fineness)	-	19501950	--
6.1 Table 2 i) a) IS 4031 (Part 3)(Soundness by Le-Chatelier method)	-	1460	-
6.1 Table 2 i) b) IS 4031 (Part 3)(Soundness by Autoclave test method)	-	3510	--
6.1 Table 2 ii) a) IS 4031 (Part 5)(Initial Setting time)	-	875	--
6.1 Table 2 ii) b) IS 4031 (Part 5)(Final Setting time)	-	875	--
6.1 Table 2 iii) a) IS 4031 (Part 6)(Compressive Strength at 72±1 h)	-	2000	--
6.1 Table 2 iii) b) IS 4031 (Part 6)(Compressive Strength at 168±2 h)	-	2270	--
6.1 Table 2 iii) c) IS 4031 (Part 6)(Compressive Strength at 672±4 h)	-	2660	--
6.2 Table 3 i) (Granulometric composition of clinker(Size <5 mm))	-	2230	--
6.2 Table 3 ii) (Granulometric composition of clinker(Size 5-50 mm))	-	2230	--
6.1 Table 3 iii) (Granulometric composition of clinker(Size >50 mm))	-	2230	--

Complete

14 Aug, 2024

Included w.e.f. 28.05.2019

IS 12600 (1989)

Portland cement, low heat - specification

39620 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.1 - Table - 1 i(Ratio of percentage of alumina to that of iron oxide - Cl 4 of IS 4032:1985)	-	5380	These testing charges are for determination of Fe2O3 & Al2O3 to calculate the above mentioned ratio.
5.1 - Table - 1 ii(Insoluble residue - Cl 4.10 of IS 4032:1985)	-	2340	No Remarks
5.1 - Table - 1 iii(Magnesia - Cl 4.8 of IS 4032:1985)	-	3040	No Remarks
5.1 - Table - 1 iv(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985)	-	2340	No Remarks
5.1 - Table - 1 v( Total loss on ignition - Cl 4.2 of IS 4032:1985)	-	1180	No Remarks
5.1 - Table - 1 note 2(Alkali content as Na2O - Cl 4.11 of IS 4032:1985)	-	1950	No Remarks
6.1(Fineness 4031 Part 2)	-	1950	No Remarks
6.2.1(Expansion by Le Chatelier- 4031 Part 3)	-	1950	No Remarks
6.2.1(Expansion by Autoclave- 4031 Part 3)	-	3510	No Remarks
6.3 a)(Setting Time Initial- 4031 Part 5)	-	875	No Remarks
6.3 b)(Setting Time Final- 4031 Part 5)	-	875	No Remarks
6.4 a)(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	2000	No Remarks
6.4 b)(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	2270	No Remarks
6.4 c)(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	2660	No Remarks
6.5(Transverse Strength - IS 4031 Part 8 (Optional))	-	14240	For 3, 7 & 28 days
6.7 b)(Heat of Hydration- IS 4031 Part 9)	-	5950	Heat of Hydration charges per age

Complete

14 Aug, 2024

IS 383 (2016)

Coarse and Fine Aggregate for Concrete - Specification (Third Revision)

51870 View breakup
Rs.15220/- for fine aggregate Rs.23720/- for Coarse aggregate

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.4.1 (a)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	3040	No Remarks
5.4.2(a)( Aggregates Impact Value)	-	3040	No Remarks
5.4.3(a)( Aggregate Abrasion Value)	-	4490	No Remarks
6.1-Table 7(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Nominal Size of aggregate)	-	2340	No Remarks
6.1-Table 7(i)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 80 mm sieve )	-	2340	No Remarks
6.1-Table 7(ii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 63 mm sieve )	-	2340	No Remarks
6.1-Table 7(iii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 40 mm sieve )	-	2340	No Remarks
6.1-Table 7(iv)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 20 mm sieve )	-	2340	No Remarks
6.1-Table 7(v)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 16 mm sieve )	-	2340	No Remarks
6.1-Table 7(vi)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 12.5 mm sieve )	-	2340	No Remarks
6.1-Table 7(vii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 10 mm sieve )	-	2340	No Remarks
6.1-Table 7(viii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 4.75 mm sieve )	-	2340	No Remarks
6.1-Table 7(ix)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 2.36 mm sieve )	-	2340	No Remarks
6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 160 mm Sieve)	-	2340	No Remarks
6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve)	-	2340	No Remarks
6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve)	-	2340	No Remarks
6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve)	-	2340	No Remarks
6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 4.75 mm Sieve)	-	2340	No Remarks
6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 2.36 mm Sieve)	-	2340	No Remarks
6.4-Table 10(i)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 80mm Sieve )	-	2340	No Remarks
6.4-Table 10(ii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 40mm Sieve )	-	2340	No Remarks
6.4-Table 10(iii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 20mm Sieve )	-	2340	No Remarks
6.4-Table 10(iv)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 4.75mm Sieve )	-	2340	No Remarks
6.4-Table 10(v)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 600µm Sieve )	-	2340	No Remarks
6.4-Table 10(vi)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 150µm Sieve )	-	2340	No Remarks
6.3-Table 9(i)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 10mm Sieve )	-	2340	-
6.3-Table 9(ii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 4.75mm Sieve )	-	2340	-
6.3-Table 9(iii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 2.36mm Sieve )	-	2340	-
6.3-Table 9(iv)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 1.18mm Sieve )	-	2340	-
6.3-Table 9(v)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 600µm Sieve )	-	2340	-
6.3-Table 9(vi)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 300µm Sieve )	-	2340	-
6.3-Table 9(vii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 150µm Sieve )	-	2340	-
5.4.1 (b)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	3040	-
5.4.2(b)( Aggregates Impact Value)	-	3040	-
5.4.3(b)( Aggregate Abrasion Value)	-	4490	-
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(fine aggregate))	-	1180	-
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (fine aggregate))	-	1180	-
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (fine aggregate))	-	5320	-
5.5-IS: 2386 (P-5)(Soundness (fine aggregate))	-	5950	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Organic impurities (fine aggregate))	-	980	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (fine aggregate))	-	2145	-
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (fine aggregate))	-	2145	-
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (fine aggregate ))	-	2145	-
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (fine aggregate ))	-	2145	-
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(coarse aggregate))	-	1180	-
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (coarse aggregate))	-	1180	-
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (coarse aggregate))	-	5320	-
5.5-IS: 2386 (P-5)(Soundness (coarse aggregate))	-	5950	-
5.3-IS: 2386 (P-1)(Combined elongation & flakiness index (coarse aggregate))	-	1740	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (coarse aggregate))	-	2145	-
5.2- TABLE-2- (iv) IS-2386 (P-2)(Soft fragments (coarse aggregate))	-	2145	-
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (coarse aggregate))	-	2145	-
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (coarse aggregate ))	-	2145	-
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (coarse aggregate ))	-	2145	-
7.2(Bulk Density loose)	-	1180	-
7.2(Bulk Density Rodded)	-	1180	-

Complete

14 Aug, 2024

IS 269 (2015)

Ordinary portland cement - Specification (Sixth Revision)

OPC

39620 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985)	-	10345	These testing charges are for the determination of CaO, SO3, SiO2, Fe2O3 & Al2O3 to calculate the above-mentioned ratio.
6.1 Table-2 ii.(Ratio of percentage of alumina to that of iron oxide)	-	5380	These testing charges are for the determination of Fe2O3 & Al2O3 to calculate the above mentioned ratio.
6.1 Table-2 iii.(Insoluble residue)	-	2340	No remarks
6 - Table - 1 iv(Magnesia - Cl 4.8 of IS 4032:1985)	-	3040	No remarks
6 - Table - 1 v(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985)	-	2340	No remarks
6.1 Table-2 vi(Loss on ignition)	-	1180	No remarks
6.1 Table-2 vii(Chloride content)	-	2340	No remarks
6.1 Table-2 viii(Alkali content)	-	1950	No remarks
7 Table-3 i.(Fineness)	-	1950	No remarks
7 Table-3 ii a(Expansion by Le Chatelier)	-	1950	No remarks
7 Table-3 ii b(Expansion by Autoclave)	-	3510	No remarks
7 Table-3 iii a(Setting Time Initial)	-	875	No remarks
7 Table-3 iii b(Setting Time Final)	-	875	No remarks
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	2000	No remarks
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	2270	No remarks
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	2660	No remarks
7 Table-3 v(Transverse Strength - IS 4031 Part 8 (Optional))	-	14240	For 3 days, 7days & 28days
5.1.1 Table 1 Sl. No. iv(Calcium Carbonate)	-	2820	--

Complete

14 Aug, 2024

Bureau of Indian Standards

The National Standards Body of India

National Council for Cement and Building Materials

NCB Bhavan, Old Bombay Road, Near Raidarga Police Station, Gachibowli, Hyderabad - 500104., Hyderabad, Ranga Reddy, Telangana, 500104

9650466288 ncbhcrt@rediffmail.com

Scope List